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300kN规格材木板材抗剪强度抗弯强度试验机Bearing Strength Perpendicular to Grain

作者 Ming 浏览 发布时间 22/09/21
300kN规格材木板材抗剪强度抗弯强度试验机,测定LVL层积胶合集成规格材静曲强度和弹性模量,采用三点弯曲和四点弯曲试验方法,测定初期抗弯载荷、最终抗弯载荷、正负弯曲力学性能,木板材刚度。人造板内胶合结合强度测定,刨花板纤维板表面胶合强度测定,饰面人造板表面胶合强度测定,人造板胶层剪切强度测定,人造板胶层剪切破坏载荷测定,人造板浸渍剥离性能测定,人造板沸煮剥离性能测定,人造板减压加压剥离性能测定,结构用集成材胶合性能试验,聚氯乙烯膜饰面人造板耐剥离力测定,人造板握螺钉力测定,人造板抗拉强度测定,人造板顺纹抗压强度测定,木材横纹抗压强度测定,人造板保证载荷测定。
300kN规格材木板材抗剪强度抗弯强度试验机,满足AS/NZS4063.1-2010结构木材拉伸试验、木结构部件拉伸性能试验、框架部件拉伸性能试验、LVL层积木拉伸性能试验、PSL平行积成木拉伸性能试验、胶合层积木拉伸性能试验、规格材拉伸性能试验、原木材拉伸性能试验。木板材垂直承载力试验机;木板材横纹承载力试验机;木板材顺纹平行承载力试验机;GB/T50329-2012木结构试验方法标准;木结构梁弯曲试验机;木结构轴心压杆试验机;木结构偏心压杆试验机;木结构横纹承压比例极限测定方法;木结构齿连接试验方法;木结构圆钢销连接试验方法;木结构齿板连接试验方法;木结构胶粘能力检验方法;木结构胶合指形连接试验方法;木结构桁架试验方法;GB/T35216-2017结构胶合板;承载结构胶合板静曲强度试验机;1200x400mm胶合板力学性能试验机;GB/T35217-2017锯切薄板Cutting panel;饰面用木质锯切薄板抗弯强度试验机;GB/T15777-2017木材顺纹抗压弹性模量测定方法;300kN结构木材拉伸试验机;GB/T15787-2017原木及其产品检验;GB/T15779-2017旋切单板用原木;木材握钉力试验和木材横纹抗拉强度试验;GB/T15106-2017刨切单板用原木;GB/T1943-2009木材无疵小试样横纹抗压弹性模量试验机;GB/T14017-2009木材无疵小试样横纹抗拉强度试验机;ISO 3346;木材横纹抗拉极限应力测定;ISO 3129;木材物理力学试验机;GB/T1929-2009木材物理力学试材锯解及试样截取方法;AS/NZS 4266.0人造木基板材测试方法标准;AS/NZS 4266.1;AS/NZS 4266.2;AS/NZS 4266.3;AS/NZS 4266.5弯曲强度和弯曲模量;AS/NZS 4266.6内结合强度;AS/NZS 4266.7表面结合强度;AS/NZS 4266.8吸水厚度膨胀;AS/NZS 4266.9胶粘质量;AS/NZS 4266.10湿弯强度;AS/NZS 4266.11循环后内结合强度和弯曲强度;AS/NZS 4266.13握螺钉力;AS/NZS 4266.14尺寸稳定性;AS/NZS 4266.20耐磨性;AS/NZS 4266.24耐开裂性;AS/NZS 4266.27冲击性能;AS/NZS 4266.28粘合强度;AS/NZS 4266.32;AS/NZS 4266.33;AS/NZS 4266.34;AS/NZS 2269.0;AS/NZS 2098.4;AS/NZS 1604.1;AS/NZS 2098.11;AS/NZS 2098.2 B;AS/NZS 2098.3弯曲强度;AS/NZS 2098.2;AS/NZS 2269.1 7.1;AS/NZS 2269.1 7.2;AS/NZS 2269.1 7.1 B;AS/NZS 2269.1 7.2弹性和刚性模量;100kN大跨度人造板抗弯曲试验机;50kN微机控制人造板试验机;100kN木材力学试验机;300kN长木材大跨度弯曲性能试验机;10kN胶合板纤维板力学试验机;20kN木工板力学性能试验机;30kN木质地板结构板力学性能试验机;10kN电子式人造板试验机;5N人造板划痕试验机;5N人造板滚动磨损试验机;5J人造板冲击试验机;300kN结构木材集成材拉压扭剪试验机;300kN胶合木结构力学试验机;300kN等层板物理力学试验机;
Bearing Strength Perpendicular to Grain;Bearing Strength Parallel to Grain;Standard for methods testing of timber structures;Structural plywood tester;Method for determination of the modulus of elasticity in compression parallel to grain of wood;Terms in log inspection;Log of peeled veneer;Log of sliced veneer;Method for determination of the modulus of elasticity in compression perpendicular to grain of wood;Method of testing in tensile strength perpendicular to grain of wood;Method of sample logs sawing and test specimens selection for physical and mechanical tests of wood;Structural Timber Characterization Tensile Tester;Dimension Lumber Characterization Tester;Characterization of structural timber Tester;Bending Strength and Apparent Modulus of Elasticity;Tension Strength Parallel to Grain;Compression Strength Parallel to Grain;Beam Shear Strength;Bearing Strength Perpendicular to Grain;Bearing Strength Parallel to Grain;Tension Strength Perpendicular to Grain;Compression Strength and Modulus of Elasticity Perpendicular to Grain;Shear Strength at Joint Details;Testing Rectangular Sections of Sawn Solid Timber;Structural laminated veneer lumber Tester;Determination of structural properties Tester;mechanical properties of wood based panels;Determination of modulus of elasticity in bending and of bending strength;Plywood Bonding quality Test methods;Determination of tensile strength perpendicular to the plane of the board;HRJ Tests;Sampling and cutting of test pieces and expression of test results;Test method of evaluating the properties of glued-laminated timber;Visual grading rules for dimension lumber in light wood frame construction;Code for design of timber structures;Load code for the design of building structures;Technical code for light wood trusses;Code for acceptance of construction quality of timber structures;Technical code of glude laminated timber structures;Log for lumber in light wood frame construction;Finger jointed structural dimension lumber in light wood frame construction;General specification for connector of light wood-frame construction;Code for construction of timber structures; Sampling and judging methods for lot inspection of logs;Sampling and judging methods for lot inspection of sawn timbers;

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